M 150x5.5 M 6x3.7

Canada

Dimensions

150 mm

depth

51 mm

flange width

T_f

3.3 mm

flange thickness

2.5 mm

web thickness

Secondary Dimensions

P_B

499 mm

perimeter

k_des

8 mm

design distance including flange thickness and web fillet

Properties

Mass

5.5 kg/m

weight

706 mm²

area

x_o

0 mm

shear center distance to centroid

e_o

25.5 mm

shear center distance to edge

x-x Axis

I_x

2.48ᴇ6 mm⁴

moment of inertia

S_x

33,000 mm³

elastic section modulus

Z_x

38,300 mm³

plastic section modulus

r_x

59.3 mm

radius of gyration

75 mm

distance from edge to centroidal axis

y_p

75 mm

vertical distance from edge to plastic neutral axis

y-y Axis

I_y

73,100 mm⁴

moment of inertia

S_y

2,870 mm³

elastic section modulus

Z_y

4,520 mm³

plastic section modulus

r_y

10.2 mm

radius of gyration

25.5 mm

distance from edge to centroidal axis

x_p

25.5 mm

horizontal distance from edge to plastic neutral axis

Torsion

2,210 mm⁴

torsional constant

C_w

394ᴇ6 mm⁶

warping constant

W_no

1,870 mm²

normalized warping function

S_w1

78,700 mm⁴

warping statical moment

Allowable Strength Design

Beam Length

Steel Grade

Material

F_y

248 N/mm²

yield strength

F_u

400 N/mm²

ultimate tensile strength

Major Axis Bending

M_n

Ω_b

5.69 kN-m

available flexural strength

V_n

Ω_v

37.2 kN

available shear strength

W_max

14.9 kN

maximum uniform load

Open in beam calculator →

P_max

7.47 kN

maximum point load

Open in beam calculator →

Minor Axis Bending

M_n

Ω_b

0.672 kN-m

available flexural strength

V_n

Ω_v

30 kN

available shear strength

W_max

1.76 kN

maximum uniform load

Open in beam calculator →

P_max

0.882 kN

maximum point load

Open in beam calculator →

Axial Strength

P_n

105 kN

available tensile strength

P_n

Ω_c

8.2 kN

available compressive strength

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